Parametric study on concrete-filled steel tubular T-joints under axial load

Musa, I; Mashiri, FR; Zhu, X

Parametric study on concrete-filled steel tubular T-joints under axial load

Musa, I Mashiri, FR Zhu, X

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Publication Type:: Conference Proceeding
Citation:: Life-Cycle of Engineering Systems: Emphasis on Sustainable Civil Infrastructure - 5th International Symposium on Life-Cycle Engineering, IALCCE 2016, 2017, pp. 2343 - 2350
Issue Date:: 2017-01-01

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Field	Value	Language
dc.contributor.author	Musa, I	en_US
dc.contributor.author	Mashiri, FR	en_US
dc.contributor.author	Zhu, X https://orcid.org/0000-0001-5083-9320	en_US
dc.date.issued	2017-01-01	en_US
dc.identifier.citation	Life-Cycle of Engineering Systems: Emphasis on Sustainable Civil Infrastructure - 5th International Symposium on Life-Cycle Engineering, IALCCE 2016, 2017, pp. 2343 - 2350	en_US
dc.identifier.isbn	9781138028470	en_US
dc.identifier.uri	http://hdl.handle.net/10453/127785
dc.description.abstract	© 2017 Taylor & Francis Group, London. Steel tubular T-joints are one of the simplest and widely used connections used in connecting structural members. Stress concentration usually exists at the vicinity of the joint. In this paper, variation of the maximum Stress Concentration Factor (SCF) with non-dimensional geometric parameters β, τ, γ and α in concrete-filled steel tubular (CFST) T-joints under axial tension has been investigated. Graphs showing variation of the maximum SCF, in CFST T-joints, with non-dimensional geometric parameters have been developed and compared with those for non-filled empty T-joints. The graphs showed that parameter has the most influence. The graphs also showed that the variation pattern in the CFST is different to that in the empty T-joints except the variation of parameter.	en_US
dc.relation.ispartof	Life-Cycle of Engineering Systems: Emphasis on Sustainable Civil Infrastructure - 5th International Symposium on Life-Cycle Engineering, IALCCE 2016	en_US
dc.title	Parametric study on concrete-filled steel tubular T-joints under axial load	en_US
dc.type	Conference Proceeding
utslib.for	0905 Civil Engineering	en_US
pubs.embargo.period	Not known	en_US
pubs.organisational-group	/University of Technology Sydney
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology/School of Civil and Environmental Engineering
utslib.copyright.status	closed_access
pubs.publication-status	Published	en_US

Abstract:

© 2017 Taylor & Francis Group, London. Steel tubular T-joints are one of the simplest and widely used connections used in connecting structural members. Stress concentration usually exists at the vicinity of the joint. In this paper, variation of the maximum Stress Concentration Factor (SCF) with non-dimensional geometric parameters β, τ, γ and α in concrete-filled steel tubular (CFST) T-joints under axial tension has been investigated. Graphs showing variation of the maximum SCF, in CFST T-joints, with non-dimensional geometric parameters have been developed and compared with those for non-filled empty T-joints. The graphs showed that parameter has the most influence. The graphs also showed that the variation pattern in the CFST is different to that in the empty T-joints except the variation of parameter.

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http://hdl.handle.net/10453/127785